Analysis and Design of Short FRP-Confined Concrete-Encased Arbitrarily Shaped Steel Columns under Biaxial Loading

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/ijps/volume-2018/9832894/figures/9832894.fig.003a.svgz" name="9832894.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Dimensions of the composite column</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/ijps/volume-2018/9832894/figures/9832894.fig.003b.svgz" name="9832894.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Mesh of the composite column</td></tr></table>

<div>Dimensions and mesh of the predefined column; effect of stress-strain models of confined concrete.</div>

International Journal of Polymer Science

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Figure 3

Figure 3: Analysis and Design of Short FRP-Confined Concrete-Encased Arbitrarily Shaped Steel Columns under Biaxial Loading 